Traffic Impact Statement Dated 10 14 25

Proposed Supermarket No Build 3: Main Street & Kling Street AM Intersection Int Delay, s/veh 3.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 105 11 499 52 6 515 Future Vol, veh/h 105 11 499 52 6 515 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 11 18 11 12 2 7 Mvmt Flow 113 12 537 56 6 554 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1131 565 0 0 593 0 Stage 1 565 - - - - - Stage 2 566 - - - - - Critical Hdwy 6.51 6.38 - - 4.12 - Critical Hdwy Stg 1 5.51 - - - - - Critical Hdwy Stg 2 5.51 - - - - - Follow-up Hdwy 3.599 3.462 - - 2.218 - Pot Cap-1 Maneuver 216 495 - - 983 - Stage 1 551 - - - - - Stage 2 551 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 214 495 - - 983 - Mov Cap-2 Maneuver 214 - - - - - Stage 1 551 - - - - - Stage 2 546 - - - - - Approach WB NB SB HCM Control Delay, s 38.9 0 0.1 HCM LOS E Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 226 983 - HCM Lane V/C Ratio - - 0.552 0.007 - HCM Control Delay (s) - - 38.9 8.7 0 HCM Lane LOS - - E A A HCM 95th %tile Q(veh) - - 3 0 - No Build.syn Synchro 11 Light Report D&D

- - E A A HCM 95th %tile Q(veh) - - 3 0 - No Build.syn Synchro 11 Light Report D&D Page 2